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HomeMy WebLinkAboutSWG2023-00529 - SWG Application / Design - 12/20/2023 584 MASON COUNTY 415"6 SHELTON: SHE7-967 ,EXT 400 SHELTON:STREET,SHELT967e EXT 400 tJ BELFAIR:360-215-4467,EXT 400 Public Health & Human Services ELMA:360-482-5266,EXT 400 FAX:360-427-7787 On-Site Sewage System Permit: SWG2023-00529 APPLICANT SCHOENE ENTERPRISES LLC Phone: Address: 1315 ROCKCRESS DR SE OLYMPIA, WA 98513 OWNER SCHOENE ENTERPRISES LLC Phone: Address: 1315 ROCKCRESS DR SE OLYMPIA, WA 98513 SEPTIC DESIGNER PAULA JOHNSON -Arrow Septic Phone: 360-898-2255 Designs Inc. Address: 171 E VUECREST DRIVE UNION, WA 98592 Site Address: 491 E Wood Ln Primary Parcel Number: 320215605016 Permit Description: New SFR-3BR Pressure Permit Submitted Date: 12/20/2023 Permit Issued Date: 01/05/2024 Issued By: Jeff Wilmoth Current Permit Fees Paid: 5525.00 (additional fees may be required upon installation of system). Permit Expiration Date: 01/05/2027 (based on date of inspedlon) Permit Conditions: 1 Proposed development subject to zoning requirements and approval by the planning department staff per Mason County Title 17. 2 Permit must be installed by a Mason County Certified Installer unless prior written authorization from Mason County is obtained. 3 Drain field installation not to exceed designed upslope and downslope depth specified on design form. 4 Installer is responsible for obtaining Mason County installation approval prior to backlit(of system components. 5 Installer is responsible for obtaining Septic Designer/Engineer installation approval prior to bar kfill of system components. 6 Mason County Asbuilt Form, Record Drawing, and Installation fee must be submitted for final installation approval. THIS PERMIT MUST BEE ONSITE DURING INSTALLATION OF OSS. PROPERTY OWNERS ARE RESPONSIBLE FOR DETERMINING AND MARKING ALL PROPERTY LINE AND EASEMENT LOCATIONS. THIS PERMIT MAY BE REVOKED IF THE SITE CONDITIONS HAVE CHANGED SINCE THE SITE WAS INSPECTED AND DESIGN APPROVED. FINAL INSTALLATION APPROVAL IS REQUIRED PRIOR TO TEMPORARY OR FINAL OCCUPANCY OF ANY RELATED STRUCTURES. For Final Inspection visit: masoncountywa.gov/health/environmental/onsiteloss-inspection-request.php or call: 360-427-9670, extension 400. OFFICIAL USE ONLY— MASON COUNTY 7 -� v 3 CC CA D > 0 COMMUNITY SERVICES UN x - o m y Falk Health Health/Environmental HeaLN N SWG2C5)2j - oos-7-Cj gl y Z 9 ON-SITE SEWAGE SYSTEM APPLICATION D A 3 n APPOSANT m m Schoene Enterprises, LLC Chris Schoene (360)890-7059 o c MA_INGADDRE5S•8-PEET,Ott SPATE LP CODE 1315 Rockcress Dr SE Olympia WA 98513 m z N 491 E Wood Lnn S..TE ADDRESS-ST.LIL CODE Shelton WA 98584 m i " NAME STSILE F DESIGNER N Arrow Septic Designs (360)898-2255 m NAME OF INSTAL ES PHONE a 1 m N ▪ PNI �,re rmHXUe) DRINKING AATER SOez¢PIRE81DEh^'AL059 FI LOMMUNIT`.'096 FLOMMERLIAL 056 ,EI PRIVnTE1N0'VIOUAL WEL_ PRIVATE TWO-PARTY WELL Z rvPEOFv ORe rscecro e/ p PUBLIC WATER SYSTEM W WIN.*CONSTRUCTION/UPGRADES 5 REPAIR'REPLACEMENT OTHER JE-m5iselea amre:Boxy, ❑TABLE %REPAIR I N 0 SURFACING SEWAGE 0 EXISTING FAILURE ❑SHORELINE SUBMITTALS FORM m IFORM(REQUIRED/ SEPTIC DESIGN(REQUIRED) BEDROOMS LOT SiE .19 acres 0I ' ffwnrvERI9nIFAPPuueLe 3 BR x 0 DiRBCTIONS TO SET S AND SITE CONDiT.OBS e"iked ga« Go out Hwy 3 and turn (R) onto E Agate Rd. Turn (R) onto E Crestview Dr. Turn (L) onto E `n I N Cross Rd. Turn (R)onto E Wood Ln. Destination on (L). Yellow sign: "Schoene #491" o I o a , I — rn SITE MUST 9E FLAGGED FROM MAIN ROAD TNO TEST HOLES MUST BERiGGEO WITH TEST HOLE NUMBERS. rn OFFICIAL USE ONLY BELOW THIS LINE -- - UPSR;OE/FAILURE SOURCE(tor rewmng PONyai ❑VOLUNTARY ❑MAINTENANCEJPUMPING a BUILDING PERMIT aHOME SAE DOOMFLAINT 0 OTHER INSPECTOR SOT BOGS I LCMM 3 S CONL'T:CI 'Oil( 6hdN _9 (c C -() TL I licenretofrou cc -CORD CPA:ONG AND IRS+-L¶GN REPORT SOILC ODE6 6=GRAVEL. S-SAND .-_D.m S=SILT O=C/:' c=_%-d EV- R=ROOTS -E y JFO -n L P.PROVL SCTORSIGNATURE GAYEiRSPBCATION EXM Or ON OATS 9O O _D Dv DATE id(l ,4 1-v2i( I -2- - 1tOBI, . (-5-c2y THY F•- MAY RE SCANNED AND AVAILABLE FOR PUBLIC VIEW ON THE MASON COUNTY WEBSITE R_VSED 272015 DESIGN FORM—PAGE ONE Assessor's Parcel Number: 3 2 0 2 1 — 5 6 — 0 5 0 1 6 A design will be reviewed when 3 copies of each of the following are submitted: includingall applicable items on checklist r Completed design form that has been signed and dated. Scaled layout sketch, pP v Scaled plot plan,including all applicable items on checklist. "Cross-section sketch,including all applicable items on checklist. This form may be scanned a d available for public view on the Mason County Web site.Maximum paper sim 11"X17" - - ,.-PARCELD3EN17F{CATfON ~ e � . b Desi er's Name: Arrow Septic Designs,Inc Permit Number. SWO e023 -co �Q (360)898-2255 Applicant's Name: Schoene Enterprises,LLC Designer's Phone Number: Mailing Address: 1315 Rockcress DR SE Designer's Address: 171 E Vuecrest Dr Olympia WA 99513 Union. WA 98592 City State Zip City State Zip eRAMET-ERS.. Treatment Device ❑Glendon Biofilter 0 Sand Filter 0 Mound 0 Sand Lined Drainfield 0 Recirculating Filter.Type: ❑Aerobic Cnir Make/Model 0 Disinfection Unit Make/Model Other Drainfield Type ❑Gravity 61Pressure Trench 0 Bed 0 Sub Surface Drip Septic Tank/Drainfield Specifications Laterals Schedule/Class 40 3 BR Number of Bedrooms 38 ft Daily Flow:Operating Capacity 270 gpd Length 360 gpd Diameter 1.25 in Daily Flow:Design Flow 4 Septic Tank Capacity(working) 1,200 gal Number Receiving Soil Type(Ifi) 3 Separation 9 ft Receiving Soil Appl.Rate OB gpd/ftz es Orific 32 Required Primary Area 450 ft2 Total Number of Orifices 456 ft' Diameter 3/16 in Designed Primary Area 60 in Designed Reserve Area 456 ft2 Spacing TrenchBed Width 3 ft Manifold Trench/Bed Length 38 ft Schedule/Class 40 Elevation Measurements Length header ft OriginalDrainfield Area Slope 3 / Diameter 1.25 in New Al Slope,If Altered 3 % Preferred manifold configuration used? Gi(Yes 0 No Depth of Excavation Up-slopeTransport Pipe 10 in 40 from Original Grade Dov -slope 9 in Schedule/Class Designed Vertical Separation 24+ in Length 50 ftp in Gravelless Chambers Required? 0 Yes 0 No Ft Optional Diameter Pump Required? 6f Yes 0 No Dosing and Pump Chamber 4 doses/day Pump/Siphon Specifications Number of90 gal Diff.in Elevation Between Pump&Uppermost Orifice 8 ft Dose quantity t,0o0 gal 2 tt Chamber Capacity(flood) Drainfield Squirt Height Selected Residual(head) Pump controls:Please check those required. Uppemost Orifice g Higher 0 Lower than Pump Shutoff Timer Is�Elapse Meter �Even[Counter Capacity ram,Total Pressure Head 18.88 gpm 2 minutes pump off 6 hours Calculated Total Pressure Head 11.11 ft If Timer: Pump on P Comments DESIGN FORM—PAGE TWO Assessor's Parcel Number:3 2 0 2 1 — 5 6 -- 0 5 0 1 6 Permit Number: SWG DESIGN CHECKLISTS Scaled Plot Plan Scaled Layout Sketch Cross-Section Sketch El Test hole locations g Drainfield orientation and layout Reference depth from original grade: g Soil logs El Trench/bed dimensions and g Septic tank lb Property lines critical distances within layout V Drainfield cover g D-Box/Valve box locations ❑ Existing and proposed wells Reference depth from original grade within 100 ft of property g Septic tank/pump chamber and restrictive strata: ❑ Measurements to cuts,banks,and locations g Laterals,trench/bed,top and surface water and critical areas g Observation port location bottom ❑ Location and orientation of g Clean-out location 0 Curtain drain collector curtain drain and all absorption g Manifold placement 0 Sand augmentation components g Orifice placement Other cross-section detail: m Location and d':mension of Lateral placement with distance g Observation ports/clean-outs primary system and reserve area to edge of bed Other Information l21 Buildings g Audible/visua6B73rm referenced Yes No lb Direction of slope indicator g Scale of d LLLLL77' wn on scale C✓J 0 Design staked out lid Waterlines bar ly ❑ gRecorded Notices attached g Roads,easements,driveways, of .., ❑ gWaiver(s)attached parking ._ firs 0 Pump curve attached Ft North arrow and scale drawing y. �`(;, ❑ g Evaluation of failure shown on scale bar 9` sib ass Y Non-residential. justification �hd PAULA JOY JOHNSON ' � ❑ p� Waste strength EMSBUIWRIGNER r �>,x 0 0 Flow PICIRDC DESIGN APPROVAL The undersigned designer must be tified inst Ilex at time of installation g Yes 0 No Signature of Designer Date The undersigned has reviewed this design on behalf of Mason County Public Health and determined it to be in compliance with state and local o e regulations: �o ate Env ri rtal Health Spect list Date CAUTION: DESIGN APPROVAL IS VALID ONLY UNDER THE FOLLOWING CONDITION: The design is stamped"Approved"by Mason County Public Health. / The Onsite Sewage Permit has not expired.the Permit Expiration Date is: l ` 2 7 - • Drainfield site conditions have not been altered to adversely affect conditions of design approval. Please Note: The system must be installed by a certified installer, unless prior authorization is obtained from Mason County Public Health. An Installation Fee is required. This form may be scanned and available for public view on the Mason County Web site. Updated Date:12/7/2015 • Vat.5, page 93 P lit 1 '22 ell 'L 51 L1L y l 5 C� '� 1• uit 111,,, iL , ,2iU i �1, u yJ uAVill .,- SEC. 2/, T2GN, R341, `S.M., MRSO,h ._, .- s �': 455 :II 22 525 / ,, !. .33 _ � 3I 1 3 'c- " 1 „„ 4._,‘4— ` 1�-^ }. ,�" �1— L"'/ y .. _ :51 �55'. V' "�22 5 5 f __ - 1 6_ 1 ZK /4 Y I I k� c s �i Qo,w,q 0.�e /. _ — Lo4 �lo I 1 I , / ,..� J — g U pPB P 14 ' 9 S Niz v .v w v 1q V ' SCALE ' 1' = 20 ' 39. I (4)31 X 38 ?RItAARy 'purr PLAN Ds: icsr: SGg` R' o'c. SCOcOC-t-IE €1-17E R &\SE5 wrigsERvE iN BETwEeN PAR CEL4 3202 -5(o- OSD16 el E Woat) LA Sn_L-r-0131, A 1.$564 -3'I Stor¢ (1aTESz k1ot.E ci s (# i+ i. , 0- 244 \S 24- 44 ems,-cowteuo"t o kti-- 03't cAwlo act Sand no �ca't-5 *1k --O. 1 s* "2 o ' 15 wly,ea� Y V00-{5 ) 34-12" 1 � 34" 5 t/ (Av ili atir so,-nipt -1-g v 0.Jz1 ) vvo V Co A 5 /CS \ Km�.. O Audio-Visual Alarm 10'min 0 0 r d- 4 0 Ea® 5' 0 Cleanout -1 y 41 < -I + O3 1200 Gallon Septic Tank ,., „ "`"' 2-Compartment with 21 % 4g Effluent Filter 3 BRO 1000 Gallon Pump Chamber V\ �yric d 1,o,,,,t) OS Valve Control Box i �R Z I J(� 20' ... ?• Y 1F 10:4, 4. :1 A ` 1- is L 51CO3A9 ff �J CY7� (_]v "�- PAULA JOY JOHNSONtk r LICENSEbbKthGNEp" owns n3' j Y � -cc:-r-?-11?-- GYM It 3cFb ,ka., . Valvesa 25' Sag' Valves -- ? l d .a�p Dio-s va n Pnt q min, li �l'.l. �S 0 125 LNad • s 3 ^Fti4)‘' . _ PANCA JOY JOHNSON 4. p .,c-a) se lINSMYtliaNea Typm CS/radian Pat Detailed Drainfield L.ayou C scaa I . 10 r I f l I • 110 12' 0 10 20 Cover A' - Fels Foie ,oG;S ���/ C9) 32` 1 .25" Schad. :40 Laterals z yr In Lateral I C ,l CS) 3/ 16' Orifices @ 60 O.G. 9 -. s Per Lateral. 1st 8 Last Orifice Iga From End of Trench ? k wn4 Cep P a•-1-1^ e5 Degree Eton elem Rtsbicfive Lays __ Eb'et UN Drainfield Cross-Section View - aea - 0", c„,t Nat To Scree in 1 n 'in n e. Seta CJeavat 10 be from 0 to s nein tenon Nola: O • ONewaltm Pert I j $ �� 9 . ,j ';� t n. FrothedCrode. Mark orals not Ran. Clem OW To Bo {' PVC Poe from Button of Trench ffr 9 ' Reaied at'the End of Erich Lateral To Fenton &ode. Ranee** Cop Nall be i . ' 1. ` a • / -'I I d wed m n Pert �e Anchor At row Septic Designs Co Better niB+ Glued-On Tea .. . . . Woman of 4 Total Rearmed e System t .;Lreli - (3 6 0) 8 9 8- 2 2 5 5 Length Length Orifice # Distance from Distance from Lateral# (In.) (Ft.) Spacing Orifices Feeder Line(In.) Cleanout(In.) 1 456 38 60 8 18 18 2 456 38 60 8 18 18 3 456 38 60 8 18 18 4 456 38 60 8 18 18 Total Lateral Length 152 Total#Orifices 32 GPM = 18.88 Dynamic Head Calculations Selected residual pressure: 2 ft. Length (Ft.) #Orifices Transport Pipe 50 32 0.33 ft. Feeder Total Lateral Line Length Lateral#1 38 2 40 8 0.15 ft. Lateral#2 38 11 49 8 0.18 ft. Lateral#3 38 20 58 8 0.21 ft. Lateral#4 38 29 67 8 0.24 ft. Total Elevation Lift 8.00 ft. 4 Total Dynamic Head (lac J1, 11.11 ft. EfH PAULA JOY JOHNSON''.. fXRPEa ,9 13/ HH V LiEti ... 137 f : Bronze construction available(133 series) ' • High head version available(145 series) • Double shaft seal versions available for added protection Flow-Mate on models 140/145. For more information.see Technical Data Sheets FM2782,FM2783. In high head dewatering or effluent applications where pumping - performance is critical, this robust c .--- ry oa,�!"N,CEt72005 family0fpumpsis known for reliability, - I„ durability and performance. These pumps are especially suited for harsh 1 I environments.Zoeller's cool run design ' - ' ' fO and corrosion-resistant powder coated :• II - - � epoxy finish add up to a Long-lasting, 1 trouble-free product. 9 I - ..i . .. APPLICATIONS: - 9 r • STEP or onsite applications r • Water transfer 1 'tIN' • Light commercial dewatering 'I —I`` I" SPECIFICATIONS: • 1-1/2"NPT discharge has- I • 12 HP through lHP <' MACE IN ! ' i .. • Available in automatic or nonautomatic 15II611040RI70IU1NI91I • Model 137,139.140:1/2"(12 mm)spherical solids capacity with vortex impeller ` • Model 145:3/4"(19 mm)spherical solids capacity with - 4 r ....� vortex impeller scow /5 PUMP PERFNCE CURVE £IC \\l ` MODE 151 52/153 se-Mate of etllfel a s0 This is our fastest growing line of effluent w is - ' pumps.The 150 series is truly a workhorse I !, designed for reliability under extreme '.2 40 I conditions in an effluent environment. as . 150 series pump curves cover a wide range g 10_ r4 ' I ' of applications. They are well suited to - 120 -- I applications with low pressure pipe(LPP) < a 35 151 and enhanced flow STEPsystems.Zoeller's IcI2 , coot run design and corrosion-resistant, - 1 powder coated epoxy finish, in addition g s- m to the hermetically sealed, oil-filled motor 15 _ -- - and non-clogging vortex impeller add up to 4- ® a long-lasting,trouble-free product. 10 t ` " APPLICATIONS: �' • STEP or onsite applications t, . ' " 0 MADE IN THE USA '0 20 30 4 gi 0 sil0 o 60 0 90 :00 • Light commercial dewatering USII610.U01f Cr IIMRE GALLONS —_- - SPECIFICATIONS: C °TeP6 0 pill !lei uq 4PJ i�00 24. 220 3220 360 'r•G imw PBp kyrvip! Cuwa • 1-1/2"NPT discharge y • 3/10 HP through 1/2 HP £ t • yl - Available in nonautomatic or with a variable Level _ piggyback mechanical switch • 1/2"(12 mm)spherical solids capacity with vortex I - thermoplasticimpeller - For more information,see Technical Data Sheet FM2784 ©All fights reserved ZOELLER PUMP CO. 1502-778-2731 1800-928-T867 I zoellerpumps.cam 9 (90 seals LID warm GAS-DEE SEA'. IIADEM \ WADE I — r 11 FRAM SWAGE a t 1 I MIKEia ma AAPROYD 1 Zere C9 ere\i ' ( ELs$ f j i ` � ,PEPTTL TANK l\i ZrSECURED WITS GAS nen SEAL 1". -mean Ulan v. I DV DIAMETER AC—RISER i FOCEIDI GRADE YAM E FROM TODRA5 D TAaaK � i ! I \ 1 1 AI I r EMERGENCY STORAGE f REM YLiT9tALARM LEVEL I ) f I AIM SIPHON I v I YALYE ▪ iI Rams Thai WOO=YOL{6g T i f C7 j aaoet mut M Th sAiaasm Hoar - r + ' aaOWSSITS IBOC� 0..\ � ��T91�1JD= ---�--�' - G3•.00YY.YE= IF ¢ tI ign' 1 1:, f41101215.175 e { t PIMP rrYsrr a "Note: Septic Tanks must mee!s2ndards required oy WAC chapter 246-272C FIGURE 2 it and manufacturert manufacturer must oe on the De of Health I" of registered sewage tanks.': i ) I( N1 off A �v ��� ,�" Wtn[cu J2(Jt6C �Cbll�(14 3� :;4: DISTAT T ATION 8 MA.Esratia-ICCE i Lir A Let Pressure Dlstab.rtor Systems ,y ; s oU 49 �i`1' rr. PAULA JOY JOHNSON br �j LICkNSCE f a ., 1. Install Laterals with contour of the from-. 5F ry�5�e 1 2. Install teach bottoms level. 3. Install locator tape or rebar at each alle2 - field late s ' at distal end o`each 4. Install observation pors as 'n cat o a n he pie:plan O secured 1 .era r lateral in drai_nfi with 'dotter* ex enag to the than, rots Siv e so' ace. . ..1. end —co "7'to bottom so Obse-me Pori carnet be easily removed-0-j ao-i ?=°:- removable cap or_top of por as final _grade evet . 5. Install drainfieid during dry weather and soconditions; my so.:sr.ea_g_must be eliminated by hard rPkirg. _ 6. install threaded clean-outs a_he a d of .laterals (capom m - within' six' Inches of r"mished glade and be marked with locator_pe or rebar). 7. Install audio/visual high water level elan— 8. Install 1/8"mesn non-corrosive pup sateen(_in. 12 sq. d. trace area, not to interfere with contcis or floats.) Or pump screen may be s=bs'rated with Bio-Tubers septic tank ?1ii bio-tube every 6-i2 mon-hs ard fuss_back etc Lk. - 9. Install ant-siphon valve above ptn•p in punp cna=ber to prevent the pump caber from siphoning into the d- .=eld 10. Install check valve in pump outlet'-e to prevent system from drai ing back into the pump onar.'tber. 11. Tee to Tee construction between laterals and mantfold with orifices ot1ented at 5 o'clocL Inter laterals to the manifold with the orifices at 12 o'clock, (do not glue),after pressure test and Environmental He th Dept. approva-', ^ _ ces down (5 o'clock) and glue laterals to niri4 old Orifice shields may be used with orifices in the 12 o'clock position in lieu of t_m_hg the orifices down to the 5 o'clock posh_on. 12.-Filter fabric required over cram rock prier to back_ling. if the drain rock extends above natural wade, nm'he filter fabric a.least 2 inches down the^each wall. 13. Encase all water lines within 10' of cafend and-_der any iiriveway/barlicirg areas. 14.Divert all storm water runoff away from on-site sewage system.. 15.No ci_ntain drains allowed wirnir up-slope edge or 30' of the down-slope edge of the drza eid and reserve area 16. Have the septic tank and pip chamberL.:--tided or-sondes every 3 to 5 years. 17.No vehicular traffic over drPhfieidarea. 18. Inspect floats, clean flirens, and test-_water le,yel afar every 6-12 monts as needed. 19. All mate-taus and worn' reship rats:acet Count and State regulations. 20. Deviation them this desirr without :ior approval om the Designer and Mason County Environmental Health Department will make**^is design null and void. 2" All rear-hole ins and access, saran: o,Lessen-non ports m_s:have ioc's_hg covets and be located at ground level. 22. All presstre systems with a pump ether outlet hgher than the drainfield_rust have a I/8"hole drilled In the discharge pipe above the O"_p to prevent siphoning. 23. AL wa sport lines under dr'veways or park=nd areas ust be encased to prevent ashin7. 24. Homeowner is responsible forat y opera'_es. fl }fl qW c n 7 r, ESE